Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Charaideo, Assam

Opening Date19 Dec 2023

Closing Date18 Jan 2024

Tender Amount₹ 5,35,98,000

Notes

Download

Costs

EMD
₹ 10,72,000
Document Cost
₹ 5,000
Tender Fee
Refer Documents

Summary

Construction Of Bridges In Charaideo District 1. Br. No. 2/2 On Kalakata Gohain Gaon 2. Br. No. 16/2 On Lahdoigarh Road 3. Br. No. 1/3 On Harudoi Bihua Ali

Description

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Contact

Tender Id
2023_PWRDW_34829_2
Bid Award Id
View
Tender No
CE/EAPARRBP111TENDERS2023PT1/7
Tender Authority
Public Works Roads Department View
Purchaser Address
-

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Documents

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Tender Notice-1147.5 kBTendernotice_1.pdf

RFB

BOQ-1446.0 kBBOQ_56452.xls

BOQ

Corrigendum-142.9 kBcorrigendum_ifb16....corrigendum_ifb16.pdf

Document-711.5 MBVolume_II_Drawings...Volume_II_Drawings_Charaideo_03.pdf

Drawing

Document-64.9 MBTechnical_Specific...Technical_Specification_Charaideo_03.pdf

Technical Specifications

5 More

Report Missing Document

BOQ Items

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Excavation for Structures, Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m ii) Br. No. 16/2 on Lahdoigarh Road

Quantity235.28

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Quantity275.07

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Excavation for Structures, Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material, I. Ordinary Soil, B Mechanical Means with dewatering ii) 3.00m to 6.00 m depth (with dewatering) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity107.19

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Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile Dia = 1200 iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity240

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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 120 t) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity337.5

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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity562.5

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Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity8

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Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity159.73

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Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity9.43

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser PCC Grade M15 i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity35.09

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Quantity41.38

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork Without plasticiser RCC M35 Grade (i) Unsing Concrete Mixer i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity85.59

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Quantity113.09

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork Without plasticiser R.C.C grade M 25(i) Unsing Concrete Mixer i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity21.9

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Quantity8.62

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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity10.53

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Quantity11.4

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Quantity70.42

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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity66.23

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Quantity48.67

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Quantity159.42

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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser RCC M25 Grade (i) Unsing Concrete Mixer i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity26.6

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Quantity13.86

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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity14.83

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Quantity12.38

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Quantity21.02

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity120

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Quantity120

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Quantity86

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity295.75

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material ii) Br. No. 16/2 on Lahdoigarh Road

Quantity177.43

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity171.83

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity92.7

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Quantity86.04

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Quantity71.1

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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification. iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity1600

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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999. C. RCC Grade M35 Case I : Unsing Concrete Mixer i) For solid slab super-structure a)Height up to 5m i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity48.8

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Quantity64.47

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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. For T beam and slab, 2) Height 5.0m to 10.0 m iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity74.68

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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 2) Height 5.0m to 10.0 m iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity18.55

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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. For I-beam & slab including launching of precast girders by launching truss upto 40 m span 2) Height 5.0m to 10.0 m iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity112.52

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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity5.64

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Quantity8.18

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Quantity30.87

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High tensile steel wires / strands including all accessories for stressing , stressing operations and grouting complete as per drawing and technical specifications. iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity4.86

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity13.72

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 16/2 on Lahdoigarh Road

Quantity16.7

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity22.14

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Drainage Spouts complete as per drawing and Technical specification i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity6

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Drainage Spouts complete as per drawing and Technical specification ii) Br. No. 16/2 on Lahdoigarh Road

Quantity6

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Drainage Spouts complete as per drawing and Technical specification iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity12

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity7.88

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 16/2 on Lahdoigarh Road

Quantity8.87

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity8.05

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity15.75

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Quantity17.75

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Quantity15.65

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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) A For plain surface ( kerb +crash Barrier) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity27.23

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Quantity35.97

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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity16.9

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Span Load Test - Load testing of one or more spans of bridges as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00 mt or part there for in the span load capacity up to 800.00 mt. i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity1

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Quantity1

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Quantity1

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Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity24

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Quantity30

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Quantity6

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Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity60

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Quantity80

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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Curtain wall, Levelling course. Cement Concrete Grade M10 i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity7.87

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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Curtain wall, Levelling course. Cement Concrete Grade M10 ii) Br. No. 16/2 on Lahdoigarh Road

Quantity9.65

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, Curtain wall 1202 & 1203 A with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity79.08

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Quantity96.91

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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity224.1

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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall ii) Br. No. 16/2 on Lahdoigarh Road

Quantity194.4

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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity73.31

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Quantity83.25

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed Stone, PCC M 15 Nominal mix (1:2.5:5) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity43.99

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Quantity49.95

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity21.24

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 16/2 on Lahdoigarh Road

Quantity25.48

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity91.61

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity42.48

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder ii) Br. No. 16/2 on Lahdoigarh Road

Quantity15.29

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity183.21

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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity47.1

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Quantity56.52

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Quantity554.12

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Quantity16

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Quantity16

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Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil. B. Mechanical means. i) Depth up to 3.00 m (with dewatering) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity245.01

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Amount -

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. A. PCC Grade M15. iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity17.09

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser. G RCC Grade M30 (i) Using Concrete Mixer iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity85.26

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Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity4.75

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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity74.45

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Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity12.13

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Quantity84

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity60.9

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity1880.03

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Quantity381.97

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Quantity8486.39

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity752.94

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Quantity738.13

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Quantity1334.64

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.A)By Mix in Place Method (ii) for grading- II Material i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity142.15

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Quantity137.48

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Quantity204.3

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WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity66.94

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Quantity64.69

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Quantity95.63

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WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Means i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity66.94

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Quantity64.69

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Quantity95.63

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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity886.01

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Quantity861.72

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Quantity1274.61

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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity5222.14

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Quantity3433.01

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Quantity2683.28

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity4

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Quantity4

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Quantity4

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity8

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular ii) Br. No. 16/2 on Lahdoigarh Road

Quantity8

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity8

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity4

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Amount -

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular ii) Br. No. 16/2 on Lahdoigarh Road

Quantity4

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity4

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Amount -

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity80

Rate-

Amount -

Quantity80

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Amount -

Quantity80

Rate-

Amount -

Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity15

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Amount -

Quantity20

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Amount -

Quantity30

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Amount -

Quantity400

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Amount -

Quantity200

Rate-

Amount -

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity25

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Amount -

Quantity25

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Amount -

Quantity25

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) ii) Br. No. 16/2 on Lahdoigarh Road

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) ii) Br. No. 16/2 on Lahdoigarh Road

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) ii) Br. No. 16/2 on Lahdoigarh Road

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) ii) Br. No. 16/2 on Lahdoigarh Road

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) ii) Br. No. 16/2 on Lahdoigarh Road

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) ii) Br. No. 16/2 on Lahdoigarh Road

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) ii) Br. No. 16/2 on Lahdoigarh Road

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity12

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Soli quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Soli quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) ii) Br. No. 16/2 on Lahdoigarh Road

Quantity6

Rate-

Amount -

Implementation of Enviromental and Social Management Plan Soli quality monitoring at 3 locations for 2 seasons for 1 Year (Operation Stage) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity6

Rate-

Amount -

A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 1,72,360.00 (not to be changed by the Bidder in BOQ) i) Br. No. 2/2 on Kalakata Gohain Gaon

Quantity1

Rate-

Amount -

A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 2,58,539.00 (not to be changed by the Bidder in BOQ) ii) Br. No. 16/2 on Lahdoigarh Road

Quantity1

Rate-

Amount -

A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 3,73,446.00 (not to be changed by the Bidder in BOQ) iii) Br. No.1/3 on Harudoi Bihua Ali

Quantity1

Rate-

Amount -

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